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I-20 EBL over SR 15

Map

Coordinates:
+33.54567, -83.09625
33°32'44" N, 83°05'46" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I-20 EBL over SR 15
Structure number:000000013300280
Location:1 MI NW OF SILOAM
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Rural) [01]
Length of largest span:65.0 ft. [19.8 m]
Total length:18.7 ft. [5.7 m]
Roadway width between curbs:39.0 ft. [11.9 m]
Deck width edge-to-edge:40.4 ft. [12.3 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:34°
Owner:State Highway Agency [01]
Year built:1968
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:3
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: May 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:27,290 [as of 2011]
Truck traffic:1% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Equal to present minimum criteria [6]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:89.6
Estimated cost of work:$1,096,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2016FairSatisfactorySatisfactorySatisfactory2729089.6
May 2014FairSatisfactorySatisfactorySatisfactory2729089.6
May 2012FairSatisfactorySatisfactorySatisfactory2729090.6
May 2010FairSatisfactorySatisfactorySatisfactory2510090.7
May 2008FairSatisfactorySatisfactorySatisfactory2510091.7
May 2006FairSatisfactorySatisfactorySatisfactory2497091.7
April 2004FairSatisfactorySatisfactorySatisfactory2430091.7
May 2002FairSatisfactorySatisfactorySatisfactory3150091.4
May 2000FairSatisfactoryGoodSatisfactory1820092.0
May 1998FairSatisfactorySatisfactorySatisfactory1820092.0
May 1996FairFairGoodSatisfactory1820094.1
September 1994FairFairVery GoodSatisfactory1820093.6
December 1992FairFairVery GoodSatisfactory1803093.6
April 1991FairSatisfactoryVery GoodGood1803094.6

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,1221,122000
Steel Protective Coatingsq. ft.9,8349,834000
Deck
Reinforced Concrete Decksq. ft.7,5986,94565300
Substructure
Reinforced Concrete Columneach65100
Reinforced Concrete Abutmentlinear ft.88474100
Reinforced Concrete Pier Caplinear ft.80482840
Joints
Compression Jointlinear ft.156001560
Bearings
Movable Bearingeach1818000
Steel Protective Coatingsq. ft.3636000
Fixed Bearingeach1812600
Steel Protective Coatingsq. ft.36241200
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.374374000
Reinforced Concrete Bridge Raillinear ft.37824798330